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County Road 3 over Beaver Creek

Weston County, Wyoming

Map

Coordinates:
+43.66620, -104.26484
43°39'58" N, 104°15'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	County Road 3 over Beaver Creek
Structure number:	KKU
Location:	15 Mi. S.E Of Newcastle
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	85.0 ft. `[25.9 m]`
Total length:	88.9 ft. `[27.1 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	27.6 ft. `[8.4 m]`
Skew angle:	10°
Owner:	County Highway Agency `[02]`
Year built:	1997
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	276 `[as of 2017]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	89.8
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$5,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Very Good	Very Good	276	89.8
April 2016	Good	Good	Very Good	Very Good	34	100.0
April 2014	Fair	Satisfactory	Satisfactory	Good	10	100.0
March 2012	Fair	Satisfactory	Satisfactory	Good	10	100.0
March 2010	Fair	Satisfactory	Satisfactory	Good	10	100.0
April 2008	Fair	Satisfactory	Satisfactory	Good	10	100.0
March 2006	Fair	Good	Satisfactory	Good	25	100.0
April 2004	Fair	Good	Satisfactory	Good	25	100.0
March 2002	Fair	Good	Satisfactory	Good	25	100.0
April 2000	Good	Good	Good	Good	25	100.0
September 1998	Fair	Good	Satisfactory	Good	25	100.0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1621210